Laboratory testing and quality control (QC) are integral to construction materials testing (CMT) and geotechnical engineering services. eFieldData’s Lab Information Management System (LIMS) is part of the comprehensive automated workflow solution for CMT, geotechnical, structural and environmental engineering. As soon as a sample is picked up in the field, the lab technicians would know ahead of time what samples to expect in the lab, and would be able the track the sample by its work order number - information is available in real-time to field & lab technicians, project managers and engineers.
Once field samples are received in the lab, eFieldData’s LIMS facilitates a seamless integration of lab test results to field samples with the digital lab forms that are populated with field information – they do not have to deal with paper forms or manually match lab test results to samples – this saves time and reduces transcription errors. Our solution has predefined formats and calculations that conform to industry standards for construction material testing (CMT) such as ASTM and AAHSTO.
eFieldData brings efficiency to your laboratory data management process - from receiving field samples to validating lab testing to generating client reports. With our Daily Reports, technicians would know up front the concrete breaks due for the day – this makes it easier to plan and manage upcoming lab tasks. Our automated workflow solution simplifies the process to track and manage all the CMT tests including soil tests, concrete compressive strength tests and standard and modified proctor tests.
Streamlined process to manage lab data with predefined calculation and validation to meet industry standards and standardized report formats.
Soil and Aggregate
- Proctor Test
- Atterberg Limit (ASTM D4318 / AASHTO T89 & 90)
- Analysis (ASTM D422 / AASHTO T 27)
- Aggregate Base (AASHTO T11 / T27)
- Organic (ASTM D2974 / AASHTO T 267)
- Carbonate Content (ASTM D4373 / FM 5-514)
- CBR (ASTM D1883)
- Expansion Index (ASTM D4829)
- Permeability (AASHTO T215)
- Concrete Aggregate
- Sand Equivalent (ASTM D2419)
- Specific Gravity of Non-Absorptive Cores (ASTM D2726)
- Wash 200 Analysis (ASTM D1140/D2216)
- Material Sampling Form
- Split Sieve Analysis
- Sieve Analysis T-30/D5444
- Density & Unconfined Compressive Strength
- CT 216 Proctor Moisture - Density
- LBR (FM 5-515) (Florida)
- Sand Equivalent (CT 217)
- Durability Index – Coarse and Fine Aggregate (CT 229)
- Cleanness Value (CT 227)
- Specific Gravity & Absorption Coarse (ASTM C127)
- Sieve Analysis - Wash (ASTM C117)
- Bulk Density and Voids in Aggregate (ASTM C29)
- Moisture Content of Soils Aggregates (CT 226)
- Moisture Content of Aggregate (ASTM C566)
- Moisture Content of Soil and Rock (ASTM D2216)
- Specific Gravity & Absorption Fine (ASTM C128)
- Sieve Analysis of Aggregate (CT202)
Concrete
- Grout ACIP - Cubes
- Mortar
- Concrete Specimens (ASTM C39)
- Flexural Strength (ASTM C78)
- Grout (ASTM C1019)
- Grout ACIP - 2X2 Cubes (ASTM C109M)
- Grout ACIP - Cylinder
- Grout Specimens (ASTM C39)
- Cylinder Breaks (AASHTO T-119 T-152 T-309 T-22)
- Masonry Prisms (ASTM C1314)
- Concrete Compressive Strength
- Mortar Compressive Strength
- Concrete Flexural Strength
- Grout Compressive Strength
Asphalt
- Asphalt Density QA Testing (ASTM D2041, D3203, D2726)
- HMA Asphalt Test Report
- Theoretical Maximum Specific Gravity & Density(CTM 309)
- Moisture Content of Asphalt Mixtures by Oven Method (AASHTO T329)
- Method of Test For Determining Moisture Content of Bituminous Mixture Using Microwave Ovens AASTHO 329
- Asphalt Content Of Asphalt Mixture By Ignition Method CTM 382
- Asphalt Binder Content Test CTM 382
